Chapter 12 – Implementation Schedule and Recommended Mitigation Measures
CONTENTS
12. Implementation Schedule and Recommended
Mitigation Measures
List of
Tables
Table 12-1 Implementation
Schedule for the Project
12.1.1
This section provides the Environmental Mitigation Implementation
Schedule (EMIS) for the recommended mitigation measures of the Project, which
is shown in Table 12-1.
Table 12-1 Implementation
Schedule for the Project
|
EM&A Manual
Reference |
Environmental
Protection Measures |
Objectives of
Measures and Main Concern to Address |
Location |
Implementation
Agent |
Relevant
Standard or Requirement |
Implementation Stages |
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D |
C |
O |
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Air Quality |
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4.12.2 |
2.3.1 |
Dust suppression measures stipulated in the Air
Pollution Control (Construction Dust) Regulation and good site practices: §
Use of regular watering, to reduce dust emissions
from exposed site surfaces and unpaved roads, particularly during dry
weather; §
Use of frequent watering for particularly dusty
construction areas close to ASRs; §
Side enclosure and covering of any practicable
owing to frequent usage, watering should be applied to aggregate fines; §
Open temporary stockpiles should be avoided or
covered. Prevent placing dusty material storage piles near ASRs; §
Tarpaulin covering of all dust vehicle loads
transported to, from and between site locations; §
Establishment and use of vehicle wheel and body
washing facilities at the exit points of the site; §
Imposition of speed controls for vehicle son
unpaved site roads. 8 km/hr is the recommended limit; §
Routing of vehicles and positioning of
construction plant should be at the maximum possible distance from ASRs; §
Every stock of more than 20 bags of cement or dry
pulverised fuel ash (PFA) , if applicable, should
be covered entirely buy impervious sheeting or placed in an area sheltered on
the top and the 3-sides; and §
Loading, unloading, transfer, handling or storage
of large amount of cement or dry PFA should be carried out in a totally
enclosed system or facility, and nay vent or exhaust should be fitted with
the an effective fabric filter or equivalent air pollution control system. |
To minimise dust impacts |
All works sites |
Contractor and Sub-contractors |
Air Pollution Control Ordinance |
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P |
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4.11.4 |
/ |
Control of Odour Emission §
3-sides enclosed washing bays and maintenance workshops,
served with mechanical ventilations to maintain all the time with proper
negative air pressure. §
Deodorisation system such
as active carbon filters or chemical scrubber (or equivalent) will be applied
at the ventilation duct prior to discharging to the atmosphere, having odour
removal efficiency of 85% or above at normal operation, and under regular and
proper maintenance and replacement. |
To avoid air pollutants and minimal odour from
emitting to the adjacent atmosphere |
Washing bays and maintenance workshops |
FEHD and Depot Designer |
EIAO-TM |
P |
|
P |
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4.17.3 |
2.4.4 |
Commissioning test requirement should be
incorporated in the specification during commissioning period order to ensure
the odour removal efficiency (at least 85%) of the proposed odour removal
unit. |
To avoid air pollutants and minimal odour from
emitting to the adjacent atmosphere |
Washing bays and maintenance workshops |
Depot Designer and Contractor |
EIAO-TM |
P |
P |
|
|
4.17.4 |
2.4.5 |
Monitoring test on odour removal efficiency of
the odour removal unit should be carried out quarterly in the first year of
operation. Development of monitoring and investigation plan, as well as work procedure,
prior to operation of the unit is recommended. |
To ensure and maintain odour removal efficiency
of the unit |
Washing bays and maintenance workshops |
FEHD |
EIAO-TM |
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|
P |
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Noise |
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5.7.3 |
3.4.2 |
Selection and Programming of Construction
Processes §
Carefully arrange the timing and sequencing of
the various construction activities according to the actual site work
situation; §
Limit the quantity of PME to be operated concurrently
and their proportion of usage were recommended in the Project and
incorporated in the Noise Impact Assessment; §
The proposed quantity of PMEs and their
proportion of usage should be confirmed feasible by the Engineer; §
In the case during school examination, more
stringent construction noise criteria should be imposed, the potentially most
disruptive construction activities should be avoided, and arranged to be
conducted during school holidays as far as practicable. |
To limit the amount of concurrent activities and
where applicable, to avoid parallel operation of noisy PME in order to
minimise the total noise generated |
All works sites |
Contractor and Sub-contractors |
EIAO, Noise Control Ordinance |
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P |
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5.7.4 to 5.7.6 |
3.4.5 |
The use of Sound Power Levels (SWLs) for typical
PME provided in the GW-TM and that for equivalent “quiet” plants: §
Loader, wheeled (Back-hoe)Excavator, Tracked Generator §
Mobile Crane |
To minimise noise impacts |
All works sites |
Contractor and Sub-contractors |
EIAO, Noise Control Ordinance |
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P |
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5.7.7 to 5.7.9 |
3.4.6 |
The use of temporary noise barriers if applicable §
Movable barriers with skid footing and a small
cantilevered upper portion §
Noise jacket/muffler §
Applicable PME with temporary noise barriers:
excavator and mobile crane §
Selection of insulation material: acoustic
mats |
To minimise noise impacts |
All works sites |
Contractor and Sub-contractors |
EIAO, Noise Control Ordinance |
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P |
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5.7.10 |
3.4.7 |
Implementation of further good site practices: §
Only well-maintained plant should be operated
on-site and plants should be operated on-site and plants should be serviced
regularly during the construction period; §
Mobile plant, if any, should be sited as gar from
NSRs as possible; §
Plant known to emit noise strongly in one
direction should, wherever possible, be properly oriented so that the noise
is directed away from the nearby NSRs; §
Use of site hoarding as a noise barrier to screen
noise at low level NSRs; §
Machines and plant that may be in intermittent
use should be shut down between works periods or should be throttled down to
a minimum; and §
Any material stockpiles and other structures
should be effectively utilised, wherever
practicable, to screen the noise from on-site construction activities |
To minimise noise impacts |
All works sites |
Contractor and Sub-contractors |
EIAO, Noise Control Ordinance |
|
P |
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5.7.11 and 5.7.12 |
3.4.9 |
Control on vehicle repair activities §
The Workshop Vehicle Repair Activities should be
carried out under the covered area of the Transport Workshop Section on the
G/F as the building of FEHD Depot itself provides screening effect to the
NSRs §
The workshop vehicle repair activities should not
be carried out during night-time period |
To minimise noise impacts arising from workshop vehicle repair activities |
Transport Workshop Section |
FEHD |
EIAO, Noise Control Ordinance |
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|
P |
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5.7.13 |
3.4.9 |
Acoustic treatment, such as acoustic louvres, silencers, enclosures could be applied to
achieve noise attenuation on the use of MVAC and other Building Service
Equipment so that the SWL of the equipment shall not exceed the specified
“maximum allowable SWL” in various plant rooms. |
To minimise noise impacts due to the MVAC installations |
Plant Rooms |
FEHD and Depot Designer |
EIAO, Noise Control Ordinance |
P |
|
P |
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Water Quality
and Sewerage |
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6.10.2 |
4.4.1 |
In accordance with the Practice Note for
Professional Persons on Construction Site Drainage, Environmental Protection
Department, 1994 (ProPECC PN 1/94), construction
phase mitigation measures with best management practices should include the
following: §
At the establishment of works site, perimeter
cut-off drains to direct off-site water around the Site should be constructed
with internal drainage works and erosion and sedimentation control facilities
implemented. Channels) both temporary and permanent drainage pipes and
culverts), earth bunds or sand bag barriers should be provided to divert the
stormwater to silt removal facilities. The design of the temporary on-site
drainage system will be undertaken by the Contractor prior to the
commencement of construction; §
Dikes or embankments for flood protection should
be implemented around the boundaries of earthworks areas. Temporary ditches
should be provided to facilitate the run-off discharge into an appropriate watercourse,
through a silt / sediment trap. Silt / sediment traps should also be
incorporated in the permanent drainage channels to enhance deposition rates; §
The design of efficient silt removal facilities
should be based on the guidelines in Appendix A1 of ProPECC
PN 1/94, which states that the retention time for silt / sand traps should be
5 minutes under maximum flow conditions. The sizes may vary depending upon
the flow rate, but for a flow rate of 0.1m3/s, a sedimentation
basin of 30m3 would be required and for a flow rate of 0.5m3/s
the basin would be 150m3. The detailed design of the sand / silt
traps should be undertaken by the Contractor prior to the commencement of
construction; §
The construction works should be programmed to minimise surface excavation works during rainy seasons
(April to September), as soon as possible after the earthworks have been
completed, or alternatively, within 14 days of the cessation of earthworks
where practicable. If excavation of soil cannot be avoided during the rainy
season, or at any time of year when rainstorms are likely, exposed slope
surfaces should be covered by tarpaulin or other means; §
The overall slope of works sites should be kept
to a minimum to reduce the erosive potential of surface water flows, and all trafficked
areas and access roads should be protected by coarse stone ballast. An
additional advantage accruing from the use of crushed stone is the positive
traction gained during the prolonged periods of inclement weather and the
reduction of surface sheet flows; §
All drainage facilities and erosion and sediment
control structures should be regularly inspected and maintained to ensure
their proper and efficient operation at all times particularly following
rainstorms. Deposited silts and grits should be removed regularly and
disposed of by spreading evenly over stable, vegetated areas; §
Measures should be taken to minimize the ingress
of site drainage into excavations. If the excavation of trenches in wet
season is inevitable, they should be dug and backfilled in short sections
wherever practicable. The water pumped out from trenches or foundation
excavations should be discharged into storm drains via silt removal
facilities; §
All open stockpiles of construction materials
(for example, aggregates, sand and fill material0 should be covered with
tarpaulin or similar fabric during rainstorms. Measures should be taken to
prevent the washing away of construction materials, soil, silts or debris
into any drainage system; §
Manholes (including newly constructed ones) should
always be adequately covered and temporarily sealed so as to prevent silt,
construction materials or debris being washed into the drainage system and
storm run-off being directed into foul sewers; §
Precautions to be taken at any time of the year
when rainstorms are likely actions to be taken when a rainstorm is imminent
or forecasted and during or after rainstorms, are summarized in Appendix A2
of ProPECC PN 1/94. Particular attention should be
paid to the control of silty surface run-off during
storm events; §
All vehicles and plant should be cleaned before
leaving the Site to ensure no earth, mud, debris and the like is deposited by
them on roads. An adequately designed and sited wheel washing facilities /
bay should be provided at the exit of the Site where practicable. Wash-water
should have sand and silt settled out and removed at least on a weekly basic
to ensure the continued efficiency of the process. The section of access road
leading to, and exiting from, the wheel-washing bay to prevent vehicle tracking
of soil and silty water to public roads and drains; §
Oil interceptors should be provided in the
drainage system downstream of any oil / fuel pollution sources. Oil
interceptors should be emptied and cleaned regularly to percent the release
of oil and grease into the storm water drainage system after accidental
spillage. A bypass should be provided for oil interceptors to prevent
flushing during heavy rain; §
The construction solid waste, debris and rubbish
on-site should be collected handled and disposed of properly to avoid causing
any water quality impacts; and §
All fuel tanks and storage areas should be
provided with locks and sited on sealed areas, within bunds of a capacity
equal to 110% of the storage capacity of the largest tank to percent spilled
fuel oils from reaching the nearby WSRs. |
To control water quality impact from construction
site runoff |
All works sites |
Contractor and Sub-contractors |
Water Pollution Control Ordinance |
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P |
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6.10.4 |
4.4.1 |
Control of Effluent Discharge from the Site §
Application to the EPD for a discharge licence for discharge of effluent from the construction
site under the WPCO. The discharge quality must meet the requirements
specified in the discharge licence. §
All the run-off and wastewater generated from the
works areas should be treated so that it satisfies all the standards listed
in the Technical Memorandum. §
Minimum distance of 100m should be maintained
between the discharge points of construction site effluent and the existing
seawater intakes. §
No new effluent discharges in nearby typhoon
shelters should be allowed. §
The beneficial uses of the treated effluent for
other on-site activities such as dust suppression, wheel washing and general
cleaning etc., would minimise water consumption and
reduce the effluent discharge volume.
|
To control water quality impact from effluent
discharge from construction site |
All work sites |
Contractor and Sub-contractors |
Water Pollution Control Ordinance |
|
P |
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6.10.5 |
4.4.1 |
Portable chemical toilets and sewage holding
tanks are recommended for the handling of the construction sewage generated
by the workforce. A licensed contractor should be employed to provide
appropriate and adequate portable toilets and be responsible for appropriate
disposal and maintenance. |
To control water quality impact from sewage of
workforce |
All work sites |
Contractor and sub-contractors |
Water Pollution Control Ordinance Waste Disposal
(Chemical Waste) (General) Regulation |
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P |
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6.10.7 |
4.4.1 |
Any maintenance facilities
should be located on hard standings within a bunded
area, and sumps and oil interceptors should be provided. Maintenance of
vehicles and equipment involving activities with potential for leakage and spillage
should only be undertaken within the areas appropriately equipped to control
these discharges. |
To control water quality
impact from accidental chemical spillage |
All work sites |
Contractor and Sub-contractors |
Water Pollution Control Ordinance, Waste Disposal (Chemical Waste)
(General Regulation |
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P |
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6.10.8 |
4.4.1 |
All sewage arising from the Project should be
collected and diverted to the public sewerage system via proper connections
to minimise water quality impact from the operation of the Project and ensure
compliance with Technical Memorandum on Standards for Effluents Discharged
into Drainage and Sewerage Systems, Inland and Coastal Water under the WPCO. |
To control water quality impact from sewage
effluent discharge |
The Offices-cum-Vehicle Depot |
FEHD |
Water Pollution Control Ordinance |
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|
P |
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6.10.9 and 6.10.10 |
4.4.1 |
To prevent the potential contaminated wastewater
from entering the existing public sewerage systems, run-offs from the covered
areas including the vehicle washing bays and vehicle parking space will be
properly treated prior to the discharge into the sewerage system. The treated
effluent for discharging into the public sewerage system should comply with
the effluent standards as stated in the Technical Memorandum on Standards for
Effluents Discharged into Drainage and Sewerage Systems, Inland and Coastal
Waters under the WPCO. |
To control water quality impact from sewage
effluent discharge |
The Offices-cum-Vehicle Depot |
FEHD |
Water Pollution Control Ordinance |
|
|
P |
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6.10.11 |
4.4.1 |
There is a need to apply to the EPD for a
discharge licence for discharge of the operational effluent
from the Project under the WPCO. The discharge quality must meet the
requirements specified in the discharge licence. |
To control water quality impact from sewage
effluent discharge |
The Offices-cum-Vehicle Depot |
FEHD |
Water Pollution Control Ordinance |
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P |
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Waste Management
and Land Contamination |
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7.5.17 |
5.2.1 |
The requirements as stipulated in the ETWB TC(W) No. 19/2005 “Environmental Management on
Construction Sites” and the other relevant guidelines should be included in
the Particular Specification for the Contractor as appropriate. Contractor should be required to implement the
recommended waste management measures through establishing a Waste Management
Plan (WMP) in accordance with the ETWB TC(W)
No.19/2005 so as to provide an overall framework of waste management and
reduction. The WMP should be submitted to the Project/Site Engineer prior to
the construction commencement of the Project for approval and include the
followings: §
Waste management policy; §
Record of generated waste; §
Waste reduction target; §
Waste reduction programme; §
Role and responsibility of waste management team; §
Benefit of waste management; §
Analysis of waste materials; §
Reuse, recycling and disposal plans; §
Transportation process of waste products; and §
Monitoring and action plan. The waste management hierarchy below should be
strictly followed. This hierarchy should be adopted to evaluate the waste
management options in order to maximise the extent of waste reduction and
cost reduction. The records of quantities of waste generated, recycled and
disposed (location) should be properly documented. |
To keep trace of the generation minimization,
reuse and disposal of C&D materials |
All works sites |
FEHD and Depot Designer; and Contractor and Sub-contractors |
ETWB TC(W) No. 19/2005 |
P |
P |
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7.6.1 |
5.2.1 |
Standard formwork or pre-fabrication should be
used as far as practicable so as to minimise the C&D Materials arising.
The use of more durable formwork or plastic facing for construction works
should also be considered. The use of wooden hoardings should be avoided and
metal hoarding should be used to facilitate recycling. Purchasing of
construction materials should be carefully planned in order to avoid
over-ordering and wastage. The Contractor should recycle as many C&D
materials as possible on-site. The public fill and C&D waste should be
segregated and stored in separate containers or skips to facilitate the reuse
or recycling of materials and proper disposal. Where practicable, the
concrete and masonry should be crushed and used as fill materials. Steel
reinforcement bar should be collected for use by scrap steel mills. Different
areas of the sites should be considered for segregation and storage
activities. |
To minimize, reuse and disposal of C&D
materials |
All works sites |
Contractor and Sub-contractors |
ETWB TC(W) No. 19/2005 |
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P |
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7.5.19 to 7.5.21 |
5.2.1 |
A trip-ticket system should be established in
accordance with DevB TC(W)
No. 6/2010 and Waste Disposal (Charges for Disposal of Construction Waste)
Regulation in order to monitor the disposal of inert C&D Materials at
public fill and the remaining C&D Waste to landfills, and control
fly-tipping. A trip-ticket system should be included as one of the
contractual requirements and implemented by the Contractor. The Project/Site
Engineer should regularly audit the effectiveness of the system. A recording system for the amount of waste
generated, recycled and disposed (locations) should be established. The
future Contractor should also provide proper training to workers regarding
the appropriate concepts of site cleanliness and waste management procedures,
e.g. waste reduction, reuse and recycling all the time. |
To monitor disposal of waste and control
fly-tipping |
All work sites |
Contractor and Sub-contractors |
DevB TC(W) No. 6/2010 |
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P |
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7.6.1 |
5.2.1 |
Recommendations for good site practices: §
All waste containers shall be in a secure area on
hardstanding. §
Training of site personnel in, site cleanliness,
proper waste management and chemical handling procedures. §
Provision of sufficient waste disposal points and
regular collection of waste. §
Appropriate of sufficient waste disposal points
and regular collection of waste by either covering trucks or by transporting
wastes in enclosed containers. §
Regular cleaning and maintenance programme for drainage systems, sumps and oil
interceptors. §
Separation of chemical wastes for special
handling and appropriate treatment. §
The site and surroundings shall be kept tidy and
litter free. §
No waste shall be burnt on-site §
Make provisions in contract documents to allow
and promote the use of recycled aggregates where appropriate. §
Wheel washing facilities shall be used by all
trucks leaving the site to prevent transfer of mud onto public roads. |
To implement good site practice for handling,
sorting reuse and recycling of wastes |
All works sites |
Contractor and Sub-contractors |
Waste Disposal Ordinance, Land (Miscellaneous
Provisions) Ordinance, ETWB TC(W) No. 31/2004 |
|
P |
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7.6.1 |
5.2.1 |
Recommendations for waste reduction measures: § Sorting of
demolition debris and excavated materials from demolition works to recover
reusable/recyclable portions (i.e. soil, broken concrete, metal etc.). § Segregation
and storage of different types of waste in different containers, skips or
stockpiles to enhance reuse or recycling of materials and their proper
disposal. § Encourage
collection of aluminum cans by providing separate labeled buns to enable this
waste to be segregated from other general refuse generated by the workforce. § Proper
storage and site practices to minimize the potential for damage or
contamination of construction materials. § Plan and
stock construction materials carefully to minimize amount of waste generated
and avoid unnecessary generation of waste. |
To implement on-site sorting facilitating reuse
and recycling of materials as well as proper disposal of waste |
All works sites |
Contractor and Sub-contractors |
Waste Disposal Ordinance, Land (Miscellaneous
Provisions) Ordinance |
|
P |
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|
7.6.1 |
5.2.1 |
Waste haulier must hold a valid permit for the
collection of waste as stipulated in their permits, Removal of waste should
be done in a timely manner. |
To implement on-site facilitating reuse and
recycling of materials as well as proper disposal of waste |
All works sites |
Contractor and Sub-contractors |
Waste Disposal Ordinance, Land (Miscellaneous
Provisions) Ordinance |
|
P |
|
|
6.10.6 and 7.6.1 |
5.2.1 |
Measures for chemical waste during construction: The Contract should register with the EPD as
chemical waste producers when chemical waste is produced. Chemical waste
should be handled in accordance with the Code of Practice on the Packaging,
Handling and Storage of Chemical Waste as follows: § Register as
a Chemical Waste Producers to the EPD; § Suitable for
the substance to be held, resistant to corrosion, maintained in good
conditions and securely closed; § Having a
capacity of <450L unless the specifications have been approved by the EPD; § Displaying a
label in English and Chinese according to the instructions prescribed in
Schedule 2 of the Regulations; § Clearly labelled and used solely for the storage of chemical wastes; § Enclosed
with at least 3 sides; § Impermeable
floor and bund with capacity to accommodate 110% of the volume of the largest
container of 20% by volume of the chemical waste stored in the area,
whichever is greatest; § Adequate
ventilation; § Sufficiently
covered to prevent rainfall entering (water collected within the bund must be
tested and disposed of as chemical waste, if necessary); and § Incompatible
materials are adequately separated. |
To properly store the chemical waste within works
sites and works areas |
All works sites |
Contractor and Sub-contractors |
Code of Practice on the Packaging, Labelling and
Storage of Chemical Wastes |
|
P |
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7.6.1 |
5.2.1 |
Adequate numbers of portable toilets should be
provided for on-site workers. Portable toilets should be maintained in
reasonable states, which will not deter the workers form utilizing them.
Night soil should be regularly collected by licensed collectors. |
To ensure proper disposal of sewage sludge |
All works sites |
Main Contractor |
- |
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P |
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7.6.1 |
5.2.1 |
Chemical waste during the operation of the
workshop § The
requirements stipulated in the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes should be
followed in handling of chemical waste as in construction phase. § A
trip-ticket system should be operated in accordance with the Waste Disposal
(Chemical Waste) (General) Regulation to monitor all movements of chemical
wastes which would be collected by a licensed collector to a licensed
facility for final treatment and disposal. § The recommendations
proposed for the mitigation of impacts from chemical waste in construction
phase should also be followed.
|
To avoid environmental impacts in handling,
storage and disposal of chemical waste |
The Offices-cum-Vehicle Depot |
FEHD |
Code of Practice on the Packaging, Labelling and
Storage of Chemical Wastes, Waste Disposal (Chemical Waste) (General)
Regulation |
|
|
P |
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7.6.1 |
5.2.1 |
General refuse during the operation of the
workshop: §
Provide recycling bins at designated areas for
proper recycling of papers, aluminum cans and plastics bottles §
Separation from other waste types and collected
by licensed collectors at daily basis to minimize the potential impacts from
odour and vermin. |
To separate the general refuse from other waste
types and proper disposal of the refuse |
The Offices-cum-Vehicle Depot |
FEHD |
- |
|
|
P |
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7.8 |
5.2.1 |
To implement the Preventive and Precautionary
Plan § Storage of
Chemicals and Chemical Wastes § Emergency
Procedures § Spillage/leakage
of Liquid Chemical/Waste at Storage Area § Spillage/Leakage
at Repairing and Maintenance Areas § Record of
Incidents § Procedures
for Disposal of Wastes |
To avoid land contamination |
The Offices-cum-Vehicle Depot |
FEHD |
- |
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P |
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Landscape and Visual |
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8.8.4 |
6.2.3 |
Proper Control of Construction Activities § Cautiously
arrangement of the operation or placement of the construction plant and
machinery, and the transportation or storage of material to reduce and
confined the potential adverse impacts in certain areas in the Site. § Minimise the height of temporary structures such as
hoardings and site offices, and restore the temporary construction site locally
to the existing condition in order to minimise any
negative impacts and associated uncomfortable views. § Check the
site boundaries regularly to ensure the working area does not exceed and
causes further damage to the surrounding area. § In case of
nighttime construction is conducted, control of nighttime lighting on the
works areas to prevent undesired light pollution to the surrounding area,
such as viewers from roads, should be implemented. |
To minimise the disturbances to VSRs |
All works sites |
Contractor and Sub-contractors |
- |
|
P |
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8.8.5 to 8.8.6 |
6.2.4 to 6.2.5 |
Temporary Landscape Treatment §
Provision of temporary landscape treatment during
construction phase, such as temporary planting around the site office, applying
aesthetic treatments on site hoardings and/or façade of site office §
Provision of green roof of site office |
To lessen the visual disturbance to the
surroundings arising from construction activities |
All works sites |
Contractor and Sub-contractors |
- |
|
P |
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8.8.7 |
6.2.6 |
Tree Preservations §
Erection of fencing around the trees §
Avoidance of placing any construction materials
close to the trees §
Apply mulching beyond root collar §
Conduct visual checking/monitoring in regular
basis |
To reduce the significant adverse impacts to the
visual quality and trees |
All works sites |
Contractor and Sub-contractors |
- |
|
P |
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8.8.8 |
6.2.8 |
Proper arrangement of materials for operational activities,
including vehicle repair, maintenance, operation and parking, carried out
within the office-cum-vehicle depot building. |
To reduce the significant adverse impacts to the
visual quality of the VSRs |
The Offices-cum-Vehicle Depot building and car
parks |
FEHD |
- |
|
|
P |
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8.8.9 to 8.8.14 |
6.2.9 to 6.2.14 |
Landscape design § Ground Floor
Planting – Pedestrian Zone § Vertical
Greening § Roof Gardens § Hard
Landscape Features Planting of these trees should be completed before
the completion of construction work of the Project. Approval on tree felling
would be obtained from the relevant government departments including Lands
Department. If it is required, monitoring of the compensatory planting after
establishment should be conducted according to the tree felling approval
conditions as required by the approval authorities. |
To soften the hard concrete structure of the
proposed depot-cum0office building; To enable more functional outdoor space
to accommodate a range of passive uses; To enhance the aesthetics of views by
the staff working in the Depot;
and to create an inviting and comfortable landscape |
The Offices-cum-Vehicle Depot |
FEHD and its Designer |
Annex 10 of EIAO-TM, ETWB TC(W) No. 3/2008 |
P |
|
P |
Remarks: D – Design; C – Construction; O -
Operation